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- W2089670812 abstract "Abstract The stability of symmetric structural systems with first order and second order imperfections is investigated. The analysis concerns a discrete system with n degrees of freedom. Resulting expressions relating reduction in critical load to the magnitudes of the imperfections indicate that a complex interaction exists between these quantities. Second order imperfections have a relatively minor effect on the critical load. Experiments on a rigidly jointed roof truss are discussed. The experimental results show good qualitative agreement with theory." @default.
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- W2089670812 date "1968-12-01" @default.
- W2089670812 modified "2023-09-27" @default.
- W2089670812 title "On the buckling of symmetric structural systems with first and second order imperfections" @default.
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- W2089670812 doi "https://doi.org/10.1016/0020-7683(68)90001-2" @default.
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